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PRIVATE ACESS ROAD over STREAM

Map

Coordinates:
+41.27333, -96.08500
41°16'24" N, 96°05'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PRIVATE ACESS ROAD over STREAM
Structure number:U1825D1825
Location:111TH ST @ CHARLES ST
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:30.8 ft. [9.4 m]
Total length:32.2 ft. [9.8 m]
Roadway width between curbs:23.6 ft. [7.2 m]
Deck width edge-to-edge:25.6 ft. [7.8 m]
Owner:Private (other than railroad) [26]
Year built:1987
Year reconstructed:2010
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Main span material:Steel [3]
Main span design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Good
Status:Posted for load [P]
Average daily traffic:200 [as of 2016]
Truck traffic:2% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:48.9
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2016GoodVery GoodVery GoodVery Good20048.9
June 2014GoodVery GoodVery GoodVery Good20048.9
June 2012GoodExcellentVery GoodVery Good20049.0
June 2011GoodExcellentVery GoodVery Good20049.0
March 2010PoorPoorPoorSatisfactory20028.9
October 2008FairFairFairSatisfactory20038.0
May 2006FairSatisfactoryFairSatisfactory20039.0
June 2004FairSatisfactorySatisfactorySatisfactory20049.0
May 2002FairSatisfactorySatisfactoryGood20049.0
July 2000FairSatisfactorySatisfactoryGood20049.0
June 1998FairSatisfactorySatisfactoryGood20049.0
September 1996FairGoodSatisfactoryGood20049.0
October 1994FairGoodSatisfactoryGood20051.5
June 1992FairGoodSatisfactoryGood20051.5
July 1990GoodExcellentExcellentExcellent20051.5